2. \( c \neq 0 \) (there is friction), \( F(t) = 0 \) No external force — "Damped"
\[ x'' + \frac{c}{m} x' + \omega_0^2 x = 0 \]
Ch. equation: \[ r^2 + \frac{c}{m} r + \omega_0^2 = 0 \]
\[ r = \frac{-c \pm \sqrt{c^2 - 4m^2 \omega_0^2}}{2m} \]
Visual Description:
Hand-drawn sketch illustrating the behavior of damped systems over time. The upper coordinate system shows two monotonically decaying curves starting above the horizontal axis and approaching zero, labeled 'Critically Damped' (upper curve) and 'Over Damped' (lower curve). The lower coordinate system shows a decaying oscillatory wave crossing the horizontal axis repeatedly with decreasing amplitude over time, labeled 'Under Damped'.
i) \( c^2 - 4m^2 \omega_0^2 > 0 \) — "Over" Damped
has two \( - \)ve roots \( r_1, r_2 \)
Sol: \[ c_1 e^{r_1 t} + c_2 e^{r_2 t} \]
ii) \( c^2 - 4m^2 \omega_0^2 = 0 \) — "Critically Damped"
has one root \( r = -\frac{c}{2m} \)
Sol: \[ c_1 e^{r t} + c_2 t e^{r t} \]
iii) \( c^2 - 4m^2 \omega_0^2 < 0 \) — "Under" Damped
has ch roots \( \alpha \pm i\beta \), \( \alpha = -\frac{c}{2m} < 0 \)
Sol: \[ e^{\alpha t} [c_1 \cos \beta t + c_2 \sin \beta t] \]